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18:02 28% 50 同 こ 【Recommend】 Easily add text in PDF 3 m 35 kN 4m 84 kN +3m EA = constant E = 200 GPa A T5 4m Add 1,200 mm² Find Horizontal and vertical displacement at B 4 kN m m- B Determine Vertical displacement at C Determine the displacement or point B of the steel beam shown in Take E200 GPa, I = 500(106) mm4. 5 m 2/ 40 kN B 12 kN/m 4 m. 12 kN/m 3 m B 10 m- E constant = 70 GPa I 554 (10) mm Determine Displacement at C ΙΣΤ Edit Annotate Fill & Sign Convert All

18:02 28% 50 同 こ 【Recommend】 Easily add text in PDF 3 m 35 kN 4m 84 kN +3m EA = constant E = 200 GPa A T5 4m Add 1,200 mm² Find Horizontal and vertical displacement at B 4 kN m m- B Determine Vertical displacement at C Determine the displacement or point B of the steel beam shown in Take E200 GPa, I = 500(106) mm4. 5 m 2/ 40 kN B 12 kN/m 4 m. 12 kN/m 3 m B 10 m- E constant = 70 GPa I 554 (10) mm Determine Displacement at C ΙΣΤ Edit Annotate Fill & Sign Convert All

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter7: Length And Length-related Variables In Engineering
Section: Chapter Questions
Problem 42P
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18:02 28% 50 同 こ 【Recommend】 Easily add text in PDF 3 m 35 kN 4m 84 kN +3m EA = constant E = 200 GPa A T5 4m Add 1,200 mm² Find Horizontal and vertical displacement at B 4 kN m m- B Determine Vertical displacement at C Determine the displacement or point B of the steel beam shown in Take E200 GPa, I = 500(106) mm4. 5 m 2/ 40 kN B 12 kN/m 4 m. 12 kN/m 3 m B 10 m- E constant = 70 GPa I 554 (10) mm Determine Displacement at C ΙΣΤ Edit Annotate Fill & Sign Convert All
Transcribed Image Text:18:02 28% 50 同 こ 【Recommend】 Easily add text in PDF 3 m 35 kN 4m 84 kN +3m EA = constant E = 200 GPa A T5 4m Add 1,200 mm² Find Horizontal and vertical displacement at B 4 kN m m- B Determine Vertical displacement at C Determine the displacement or point B of the steel beam shown in Take E200 GPa, I = 500(106) mm4. 5 m 2/ 40 kN B 12 kN/m 4 m. 12 kN/m 3 m B 10 m- E constant = 70 GPa I 554 (10) mm Determine Displacement at C ΙΣΤ Edit Annotate Fill & Sign Convert All
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